EM 1110-2-1100 (Part II)
30 Apr 02
ε versus K for values of QrN (river discharge model)
Figure II-6-29.
Figure II-6-30.
Ratio of bay superelevation to ocean tide range as a function of the coefficient of
repletion K
Hydrodynamics of Tidal Inlets
II-6-33
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